Works Department Tender
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Costs
EMD
₹ 7,68,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CERWI_128232_3Bid Award Id
ViewTender No
BPT/Online-25/2023-24Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.worksodisha.gov.in/
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Documents
BOQ Items
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With mechanical lead upto 1000m
10293.18
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Earthwork in excavation for foundation of structures in all types of soil as per drawing and technical specification Clause 305 and 1104 of MoRD includding setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all lead & lift, dressing of sides and bottom and back filling with excavated suitable material upto 3mt. as per direction of Engineer-in-Charge.
386.44
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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement as per MORD technical Specification Clause 301 and direction of the Engineer in Charge (excluding cost of excavation and transportation to site).
868.19
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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement as per MORD technical Specification Clause 301 and direction of the Engineer in Charge (excluding cost of excavation and transportation to site).
16349.06
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Excavation in Hard Rock (blasting prohibited by mechanical means) as per technical specificaation clause 302
4087.26
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Fine dressing and turfing including transportation by mechanical means with all lead and lift and placing of turf in position and ramming with thapies and including watering and cost of all labour, materials etc. complete as per Clause 309 of MORD Specification and as per direction of the Engineer in Charge.
11928.43
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Providing and constructing well compacted drainage layer above the subgrade of roadwork with approved quality of dust free washed coarse to medium sand as per Clauses 5.8 and 6.6 of SP:20-2002.
246.58
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Construction of granular sub-base (Grading III) by providing well graded material, spreading in uniform layers with grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density,complete as per MORD Technical Specification Clause 401 as per direction of Engineer-in-Charge.
1928.28
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening(morum and sand admixture) to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405 of MoRD & as per direction of Engineer-in-Charge.
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Grading No. -II (63-45mm size) with crusable screening like moorum and sand admixure
1188.75
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Grading No. -III (53-22.4 mm size) with crusable screening like moorum and sand admixure
995.53
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Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MORD Technical Specification Clause 502 for low porosity surface and as per direction of Engineer-in-Charge.
12148.5
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 of MoRD & as per direction of Engineer-in-Charge.
12148.5
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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness compacted of 13.2 mm to 5.6 mm aggregates using Bitumen Emulsion(Cold Mix) @ 21.5 kg/10 sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508.2 of MoRD and as per direction of Engineer-in-Charge(Cold Mix Bitumen)
12148.5
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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 of MORD with bitumen Emulsion SS-1 laid by manual means and as per direction of Engineer-in-Charge. (COLD MIX).
12148.5
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Construction of Roller Compacted Concrete Pavement(RCCP) with coarse and fine aggregates conforming to IS:383,the size of coarse aggregate not exeeding 25mm with minimum aggregate cement ratio of 5:1 mm and with minimum cement content of 310kg per cum,aggregate gradation to be as per Table 602.2 after blending, mixing in concrete mixture at optimum moisture content ,transporting to site, laying with wheel barrows or steel pans or with mechanical paver,compacting with 80-100 KN smooth wheel,tandem vibratory roller,to achieve,the designed flexural strength,finishing and curing as per drawings and Technical Specification clause 1502.
535.73
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Earthwork in excavation for foundation of structures in all types of soil as per drawing and technical specification Clause 305 and 1104 of MoRD includding setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all lead & lift, dressing of sides and bottom and back filling with excavated suitable material upto 3mt. as per direction of Engineer-in-Charge.
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Hume Pipe Culvert, Toe Wall, Drain etc.
1219.96
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With dewatering for RCC culvert
404.77
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Providing concrete for plain / reinforced concrete in open foundation complete as per drawing and MORD technical specification Clause 800,1100,1200 and as per direction of Engineer-in-Charge.
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Without dewatering (HPC)
22.55
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With dewatering (RCC)
198.33
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
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RCC M-25
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Deck Slab
34.73
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Dirt wall & Parapet
29.39
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Raft
26.63
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Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
6.02
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Supplying, fitting and placing HYSD bar reinforcement (Fe 415) complete as per drawings and MORD technical specification Clauses 1000,1200 as per direction of the Engineer in charge
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In Super-structure & Drain Slab
113.27
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Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MORD technical specification Clause 1204.3.8 and as per direction of the Engineer in charge
73.07
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Providing and fixing 20mm thick compressible fiber board in expansion joint complete as per drawing and technical specifications including cost convyance taxes of all materials, cost of all labours, T & P required for the work etc.complete and as per direction of the Engineer -in- charge.
15
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Providing and laying reinforced cement concrete NP3 pipe for culverts jointing with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1100 of MoRD & as per direction of Engineer-in-Charge.
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1000 mm dia Single row
37.5
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Providing concrete for plain / reinforced concrete in open foundation complete as per drawing and MORD technical specification Clause 800,1100,1200 and as per direction of Engineer-in-Charge.
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Toe Wall
150.02
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Plain/reinforced cement concrete in sub-structure complete as per drawings and MORD technical specification Clauses 800,1200 and as per direction of the Engineer in charge
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Hp culvert
1200.31
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Plain/reinforced cement concrete in sub-structure complete as per drawings and MORD technical specification Clauses 800,1200 and as per direction of the Engineer in charge
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RCC CULVERTS with dewatering
42.78
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RCC CULVERTS with shutterimg
173.05
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Providing and laying pitching with stone boulders on slopes laid over prepared filter media as per drawing and MORD technical specifications Clause 1300 and as per direction of the Engineer in charge
931.83
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 and as per the direction of the Engineer-in-charge.
211.14
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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MORD technical specification Clauses 614, 709, 1204 and as per direction of the Engineer in charge
632.3
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Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
14.2
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Providing and fixing of typical PMGSY logos made of 1.6mm thick MS sheet duly stove enameled on both side with lettering and printing arrows, border etc.will be painted with ready mixed synthetic enamel paint of superior quality in required shade & colour fixed & supported on 75mmx75mmx6mmM.S.angle 3500mm long firmly fixed to the ground by means of properly foundation with M15 grade c.c. 450x450x600mm ,600mmbelow ground level as per drawings & tech. specification clause 1701 and as per direction of the Engineer -in- charge.
3
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Providing and fixing of semi-reflectorised cautionary, mandatory and iformatory sign as per IRC-67 made of 1.5mm thick MS sheet duly stove white colour in front and gray colour on back with red reflective border of 65mm width & required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 fixed & supported on 47mmx47mmx12SWG sheet tube 3050mm long firmly fixed to the ground by means of properly foundation with M15 grade c.c. 450x450x600mm ,600mmbelow ground level as per drawings & tech. specification clause 1701.2.2 and as per direction of the Engineer -in- charge.
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900 mm quilateral triangle
18
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900 mm quilateral triangle
12
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800X600 mm Rectangular
4
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Providing and fixing of semi-reflectorised direction & place identification sign as per IRC-67 made of 2mm thick MS sheet duly stove white colour in front and gray colour on back with red reflective border of 70 mm width & required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 fixed & supported on 47mmx47mmx12SWG sheet tube 3050mm long duly strenghting by 25mmx5mm flat iron on edges firmly fixed to the ground by means of properly foundation with M15 grade c.c. 450x450x600mm ,600mmbelow ground level as per drawings & tech. specification clause 1701.2.2 and as per direction of the Engineer -in- charge.
5
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Reinforced cement concrete M15 grade Kilomitre stoneof Standard design as per IRC:8 fixing in position including painting, lettering in accordance with the specifications Clause 1703 of MoRD . etc. complete and as per direction of the Engineer -in- charge.
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Fixing of 5th. Km. Stone
1
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Fixing of Km. Stone
4
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Fixing or 200m Stone
22
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Guide Post (M-20)
325
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Thermoplastic Paint Edge
634.8
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Routine Maintenance (Including all Taxes and Duties)
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Routine Maintenance after completion of construction works as per contract data of Standard Bidding document.
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For 1st Year
5.45
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For 2nd Year
5.45
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For 3rd Year
5.45
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For 4th Year
5.45
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For 5th Year
5.45
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